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29-436 (5) 43 ELLINGTON RD BP-2017-0868 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:29-436 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: Ramp BUILDING PERMIT Permit# BP-2017-0868 Project ti JS-2017-001467 Est. Cost:$4600.00 Fee: $65.00 PERMISSION IS HEREBY GRANTED TO: Const Class: Contractor: License: Use Group: ANDREW KLEPACKI 091132 Lot Size(sq. a.): 10018.80 Owner: MATUSEWICZ JOSEPH E Zoning: Applicant: ANDREW KLEPACKI AT: 43 ELLINGTON RD Applicant Address: Phone: Insurance: P O BOX 604 (413) 214-2338 WC HAD LEYMA01035 ISSUED ON:1/20/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:ACCESSABILITY RAMP AT SIDE DOOR POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House it Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: O1: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvpe: Date Paid: Amount: Building 1/20/2017 0:00:00 $65.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0868 APPLICANT/CONTACT PERSON ANDREW KLEPACKI ADDRESS/PHONE P O BOX 604 HADLEY (413)214-2338 PROPERTY LOCATION 43 ELLINGTON RD MAP 29 PARCEL 436 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid II\\ Building Permit Filled out IZ -) Fee Paid Typeof Construction: ACCESSABIktY. AT SIDE DOOR New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 091132 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION'ORPRESENTED: V approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR_ Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received& Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management olition Delay . 7/7-77 Signature ofBuildin_I- icial Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40&Contact Office of Planning&Development for more information. Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability 4 Room 100 Wate WeuAvatabsty Northampton, MA 01060 Two Sets of Structural Plans l �-- - �„ phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans -- --,. Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.4 Preosrty Address' This section to be completed by officeLt3 Zltr �k r'<a t aEr-+P Map Lot Unitr __,,,,-_ Zone Overlay District Elm St District Ca District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: -y y t,1 CZf� ,67/1"1" /15(Fri 191a 77.;/.5e21) LZ+ Name(Print) Current Mailing Address: T _ Telephone •2 ' r� rOrP p/ _ 5 > 2.2 A _..._ Auutlh�pr � [D � V L7 prized Agelt[j, Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Onty com•leted b .ermit a •licant 1. Building A�6 G d m Q (a)Building Permit Fee 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) �) 5. Fire Protection 7 /n 6. Total= (1 +2+3+4+5) '1 6O Check Number NJ/3 y W This Section For Official Use Only Building Permit Number: IIssste ed: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed, Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be tilled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage Open Space Footage (Lot area minus bldg&paved Parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW ® YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO ,© IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property ? YES O NO 0 IF YES, describe size, type and location: E. WII the construction activity disturb(clearing,grading,excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) i l� New House n I Addition D Replacement Windows Alteration(s) I Roofing ❑ Or Doors 0 Accessory Bldg. 0 Demolition D New Signs [D] Decks [f ) Siding[D] Other[fl Brief Description of Proposed Work: QccessiagtL• I•A YtAwtE Wt S‘6C ?)OC XII Alteration of existing bedroom Yes J° No Adding new bedroom Yes Npp_ Attached Narrative Renovating unfinished basement Yes N No Plans Attached Roll -Sheet se If New house and or addition to existing housing, complete the following: a. Use of building : One Family >6 Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft. of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I. J05"24 til<ITU 5. W/GZ ,as Owner of the subject proper hereby authorize Aix Y IC CCA(Lc. /CcGCL 3 yr L)0 ) to act on my behalf, in all/�matters relative to work authorized by this building permit application. gnatur of Owner ///LL Date I, A.D2 01..1 /«C 1%l(k. ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledgf and belief. Signed der the pains and penaltiesMof perjury. (r 11 c eitinCri/ Print Name i 4 7/ ,,( tl Signature of OwnVnt Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ! Name of License Holder: AAiDosou KLcT,Og ! it License Number Go eLw.vt LJ/ •t , v cro S5 ft' I4 Address Expiratio D to 7t �u lir zlL( 233 B signal re /'", Telephone 9. Registered Home Improvement Contractor. Not Applicable ! c R.3v) derif .pr t YG at Or' Company Name Registration Number a 010-tu - IZo N-tkoCe'r <A s i Address Expiration Date Telephone 9/ ',92y3g SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L. c.152,$25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application.Failure to provide this affidavit will rest in the denial of the issuance of the building permit. Signed Affidavit Attached Yes 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned`homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 43 Ell ti Gt'- The debris will be transported by: X42 %LtiL'ZS The debris will be received by: USA- W4 Sr Building permit number: Name of Permit Applicant 1-keticlu R(Er nrk 0 Date Signature of Permit Applicant le\ The Commonwealth of Massachusetts 1rDepartment of Industrial Accidents i ` Office of Investigations ) 1 Congress Street, Suite 100 ' Boston,MA 02114-2017 " .'v tvww.nurss.gov/dia Workers Compensation InsiranceAffidavit: Buildas'Cottractors&ElectridanslPiumbas Applicant Information r� Please Print Legibly Name(Business/Organization/ndividual): tleZel, ?Lr io4.l,$ Address: 6v Olt rC-Ki./9 i6J City/State/Zip: _..1-1✓+0 L` (/h/1 e f07- Phone#: Are you an employer?Cheek the appropriate box: Type of project(required): i,❑ 1 am a employer with 4. ❑ I mu a general contractor and 1 employees (full and/or part-time)." have hired the sub-contractors 6. [,]New construction 2‘13,) I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. 0 Demolition working for me in any capacity. em loyees aid hrtieworintsr59. 0 Building addition [Nowtxker5 corrp, insurance comp. insurance.* required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself, [No workse comp right of exemption per MGL 12.0 Roof repairs insurance required.]r c. 152,ys 1(4),and we have nor employees [Noworkas 13.®Other Occas, S I L,17 let comp. insurance required.] `Ary applirat that ithecksbarnt must Asofin out thestction Wow towingtrerwotker5 mrp9Maioopdic{infortnalion. t Homeowners who submit this affidavit indicating they are doing all work and then Imre outside contractors must submit a new affidavit indicating such, tcontractors that check this box must mooched an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the tub-mntrzdorshaeerploytaa they nus prwidethdr wakes comp policy number. I am an employer that is providing worka5 compensation insu ranee for my employes Bdow isthe policy and job Ste information. Insurance Company Name: 1 iL4vtil-ta'a S Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: Lil EI(""GEL^-' 9 city/state,Zip; fcCot'2€h/ee.r --I- GCS%� Attach a copy of theworkaS compensation policy declaration page(Stowing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 andtor one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under pains and penalties of perjury that the information provided above is true and correct Signature: 42/c/...e Date: f ri c 1/i-7 _. Phone In 1(fl Oil )-3 Official use only. Do not write in this area,to be completed by city or town racial. City or Town: Permit/License# _ Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: fir!g/g///J//11III: I, fill Rrrtr �. II����l��j,� � �,� ft�fOl�ts����t t 44 )7,nRlO[� c, .1/491:7.^40 £' i 9 do wassia okap �r- S TABLE R587 DECK JOIST SPANS FOR COMMON '* I SPACING OGDECK JDisTS WV -....uy on footings In : ' sPEGsss SIZE finches' 12 1P .cry to Section R507.4. 2 x 5 4-t 7 For single-level wood-framed decks Southern gine 2 x 8 73_1 ecordance with Table R507.6,deck post " 2 x tO 16.2 _(- lance with Table R507.8. dil� , 2x12 18-0 and R507.81 contain prprescriptive . 2 x 6 9.6` fling wood posts and connecting the Bovgias tar-i rclt, 2 x 8 12-6 �iid lation for a deck.The bem-fif post-sizing Eng pia °' apruco-pfne- 2 x is 15-8 ti-7 anted in Table R507. j. Posts must be . 2 x y ,S-o is-9 1„ e bottom to prevent lateral displace- - a9 ----- l i restraint may be provided by a mini ' 1< KedWOOd, - 2 x 6 N-70 &o '1'.o Toting connection based on the:'i i western ceders, �22 x 8 11-8 147 841 equirements for connections supply-n pouu!rosa pane, 2 x 10 I4-1ti3-0 t0-9 4 or embedding the post 12 inches or'. 4' red prn& _ ��. _ t.- Sit or concrete piers. The minimum.. s .-- 2 x 12 i7-5 15-1 12-a I6-5 connection requirement adds an - . Pnr51:1 Inch=25.4 mm,I font 9904-3 tmn I pentedpei%give foot=0-0479 kPa,1 mind 90,454 kg useful in determining whether a w -• a.No.281'099 with wetservte fame. n safety requirements. See Sec-I: «`b Gcoucd mow lead,him load=4Opv dead mad=30 psf,liaa 380, ay resistance of wood columns ;e.CNundstmwto�a,tiveload z 4001;dad food a I°F91,Lid=360 at main span fits p„130 at cantilever wall a 22A-pond paint too. g,d 7nc7odeim aim factor. R507 adds detat!s needed for" 4 s n ele n spew% yah nods-mg f carr Ick,the section does not cover .' tk:[ Cantilevered spans not exceed:9g the nominal depth of the Janet are permitted. T build a deck. , Ali !R58Z8 .y ,', T HEIGHT° — MAXIMUM HEIGHT' -"` a' _ y ON,PNO Wna 1 & 101/90 WAY,. 14,'_' [3 tt x__,—u--v-'x--r--n-�--n--+1'->+�^r-r"v-nr- �,{{. i ( F`M,,,,, XnST'r5/44-601- BEAM l.5ThhGER JQ T HUNGER--a,.1 ' . g. Posts shall beat en), `-b+s1' LEDGER BOARD--1 \-Jasr IEOO eons POST-0.... m R403 and Figure:':. -POST eercxo event lateral Aivplac+r.',;. _ — ---- restraint shall bepro-''. t'. a'sro ,_l zasreaai 40M'SPAN ailed in accordance.' cunnevER 1 ' JOISTS WITH CROPPEDJct TTS two Rush BEAM s' instructions Ora. (305 mm> in sur! :" FIGURE Wits 8TYPICAL DECK JOIST SPANS T i' _ R, { 13 4 i : . 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Avys j 8 xc vawn4ua,,, 'g05 ' ., . ...r? 9Arc.+. e •. ra . .' 13..7 ?' •41�7d:v. e �.> if . ti • •• ' -. 1 -. 1. ? • • . �. 1 :..•. •• ` - i �. _ • : .. . ., •• �: ,` .. '.TNS " . • +.�• s. • • ) I r.. -. ..I y I •• .4 •. 'A ._v • 1 • •• .... � • a .. f •:1 p.•.. • . ,. y 't: 'h ••• 3X fit pr rkottetw (r f� lllfli) (1)01 Ann' �� ' 5/`t Pr beuu:u� - aka 11 ;'';'1111 /i'/// "I i 1 > > 1 , , , ;,, , X11/1/0/4/i 11 ���� shit `' 1444. /0/pr ��i���i►i Nii�� ��'� r � ;; 111111111 111/1 5x5 tar,.p,N6 4,rr �� � � � � �� Ii / m.„14 � �,��1�� ��� �� � � �/ li /arc euo srecs soba elms:way Ry / , / 1 �jl It 1 Stilt • 113 Of telc„K, Qo R- 1i1I1111 I s , o"` l 4 . , ` .t. ,1'-,1 .i ' I. 4 't t•f Tit J- 7.1,. .V.. .1-.1%...4.v .lt - .'r.."1?. FLOORS tion (NDS). The deck joist and beam tables assume ment. Manufactured post-to-beam connectors shall be sized -'j' No.2 grade wood,wet use and incising,when applica- for the post and beam sizes. All bolts shall have washers ble. Incising is done to assist chemical additives to under the head and nut. soak deeper into preservative-treated lumber. Incising Exception: Where deck beams bear directly on footings in ',w is only assumed in lumber species that are preserve- accordance with Section R507.8.1. five treated, such as Douglas fir-larch and Hem-fir and "'i1 resistant to pressure treatment. Southern pine more +See the commentary to Section R507.4. easily absorbs preservatives during the pressure treat- R507.8 Deck posts. For single-level wood-framed decks ',' ing process and does not require incising. with beams sized in accordance with Table R507.6,deck post'; Bearing requirements in Section R507.7 are consis- size shall be in accordance with Table R507.8. tent with bearing requirements in Section 8502.6. + Sections R507.8 and R507.8.1 contain prescriptive',;. R507.5 Deckjoists.Maximum allowable spans for wood deck provisions for sizing wood posts and connecting the.:7 joists,as shown in Figure R507.5,shall be in accordance with post to the foundation for a deck. The post-sizing pro- Table R507.5.Deck joists shall be permitted to cantilever not visions are presented in Table R507.8. Posts must bel greater than one-fourth of the actual,adjacent joist span. restrained at the bottom to prevent lateral displace:', i See the commentary to Section R507.4. ment. The lateral restraint may be provided by a mire-:; R507.5.1 Lateral restraint at supports.Joist ends and bear- mum post-to-footing connection based on th2r':1; ing locations shall be provided with lateral restraint to pre- manufacturers requirements for connections Supply-1._ vent rotation. Where lateral restraint is provided by joist ing lateral restraint or embedding the post 12 inches or• hangers or blocking between joists,their depth shall equal not greater into the soil or concrete piers. The minimuni;:i. less than 60 percent of the joist depth. Where lateral restraint footing depth and connection requirement adds ori., is provided by rim joists. they shall be secured to the end of additional provision useful in determining whether atSe ' each joist with not less than (3) 10d (3-inch x 0.128-inch) deck meets minimum safety requirements. See ns 'j nails or(3)No. 10 x 3-inch(76 mm)long wood screws. tion R317.1.4 for decay resistance of wood columns. {See the commentary to Section 8507.4. Note: While Section R507 adds details needed for(: building a residential deck,the section does not cover.i R507.6 Deck Beams. Maximum allowable spans for wood all the details required to build a deck. deck beams, as shown in Figure R507.6, shall be in accor- dance with Table R507.6. Beam plies shall be fastened with TABLE R507.8 fig' two rows of 10d (3-inch X 0.128-inch) nails minimum at 16 DECK POST HEIGHT' inches (406 mm) on center along each edge. Beams shall be DECK POST SIZE MAXIMUM HEIGHT' permitted to cantilever at each end up to one-fourth of the 4 x 4 8' actual beam span. Splices of multispan beams shall be located 4 x 6 8' at interior post locations. 6 x 6 14' C. See the commentary to Section R507.4. For SI: I foot=304.8 mm. R507.7 Deck joist and deck beam bearing. The ends of a. Measured to the underside of the beam. each joist and beam shall have not less than 11/c inches (38 mm)of bearing on wood or metal and not less than 3 inches R507.8.1 Deck post to deck footing. Posts shall bear o0 4 (76 mm) on concrete or masonry for the entire width of the footings in accordance with Section R403 and Figure k beam. Joist framing into the side of a ledger board or beam R507.8.1.Posts shall be restrained to prevent lateral displace,. shall be supported by approved joist hangers. Joists bearing ment at the bottom support.Such lateral restraint shall be pro`-(. on a beam shall be connected to the beam to resist lateral dis- vided by manufactured connectors installed in accordance placement. with Section R507 and the manufacturers' instructions or a" ? See the commentary to Section 8507.4. minimum post embedment of 12 inches (305 mm) in sur; rounding soils or concrete piers. R507.7.1 Deck post to deck beam. Deck beams shall be attached to deck posts in accordance with Figure R507.7.1 or C.See the commentary to Section R507.8. by other equivalent means capable to resist lateral displace- TABLE R507.4 MAXIMUM JOIST SPACING MATERIAL TYPE AND NOMINAL SIZE MAXIMUM ON-CENTER JOIST SPACING Perpendicular to joist Diagonal to joist' ''E 11 a inch-thick wood 16 inches 12 inches jk 2-inch-thick wood 24 inches 16 inches ( Plastic composite In accordance with Section R507.3 In accordance with Section R507.3 f J For SL I inch=25,4 mm,I foot=304.8 mm,I degree=0.01745 rat a. Maximum angle of 45 degrees from perpendicular for wood deck boards 5-52 2015 INTERNATIONAL RESIDENTIAL CODES COMMENTAA 1 FLOORS TABLE R507.5 DECK JOIST SPANS FOR COMMON LUMBER SPECIES'Pt.-in.) rs '— SPACING OF DECK JOISTS wail NO CANTILEVER°1 SPACING OF DECKJOISTS WITH CANTILEVERS` SPECIES' SIZE (inches) (inches) 12 16 24 12 IC 24 2X 6 9-I1 9.-0 7-7 6-8 6-8 6-8 2 x 8 13-1 I1-10 9-8 10-1 — 10-1 9-6 -s' southern pine 2x10— —.. 16-2 14-0 11-5 14-6 14-0 n-s x x 12 IS-0 16-6 I3.6 18-0 16-6 13-6 s... __ _._.._. ... _.. r;• 2 X 6 9-6 8-8 7-2 6-3 6-3 6-3 I y: Douglas fir-larch°, 2 x 8 12-6 11-1 9-1 9-5 9-5 94 ..,v. hem-fir" ...__ spruce-pint-fie 2 x 10 15-8 13-7 IL1 13-7 13-7 1I-7 2 X 12 18-0 15-9 12-10 18-0 15-9 12-10 't?... ... 2 x 6 8-10 . 8-0 7-0 5-7 5 7 . S 7 Redwood, este ora ne`, n x 8 __4-I 13-7 3-8 8.6 12-3 8-6 western cedars, p pr x 10 14 11 13-0 10-7 12-3 10.7 red pine 2 x 12 17-5 15-1 12-4 16-5 15-1 12-4 -'' For SI: inch=254 s tfoot=tor. iron,1pound per square foot-004'19 kPa,!pound=0454 kg. I.No.2 grade with wet service factor. }}�1�;b.Ground snow load,live load=40 psf,dead load=10 psf LAP=360- P.c. Ground snow load,live load=40 psi,dead load c 108881888 360 at main span,UP=ISO ao cantilever with a'220-pound poiAt load applied t,eml. l.d.Includes incising factor. ssyyr�.. t.Northern species with no incising factor iT'E Cantileverod spans not exceeding the nominal depth of the joist ace permitted. itted. 8, • may,, t{.t p°, YI�Ii EAS .�i BUILDING WALL POST-.moi BntNG WAU._-P. . _ xr-v e .--RIM JOIST JOIST FWJCER" ill SEAM.. 4 Jr NAN0.0. JOISTHANGER r i \—JOIST LEDGER BOARD T6J38RAry0-^I POST Sr enD — SO r L JOIST SPAN JOIST SPAN i�� fnNriLEvEP , JOISTS WITH DROPPED BEAM :GISTS WITH FLUSH BEAM FIGURE R507.5 TYPICAL DECK JOIST SPANS ',2015 INTERNATIONAL RESIDENTIAL CODE'COMMENTARY 5-53